THEORETICAL STUDY ON SEEPAGE FLOW UNDER HYDRAULIC STRUCTURES
نویسندگان
چکیده
منابع مشابه
Optimal hydraulic structures profiles under uncertain seepage head
Most of the hydraulic structures are founded on permeable foundation. There is, however, no procedure to fix the basic barrage parameters, which are depth of sheet piles/cutoffs and the length and thickness of floor, in a cost-effective manner. Changes in hydrological and climatic factors may alter the design seepage head of the hydraulic structures. The variation in seepage head affects the do...
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upstream blankets, drains and cutoff walls are considered as effective measures to reduce seepage, uplift pressure and exit gradient under the foundation of hydraulic structures. to investigate the effectiveness of these measures, individually or in accordance with others, a large number of experiments were carried out on a laboratory model. to extend the investigation for unlimited arrangement...
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ژورنال
عنوان ژورنال: Proceedings of the Japan Society of Civil Engineers
سال: 1978
ISSN: 1884-4936,0385-5392
DOI: 10.2208/jscej1969.1978.65